钢筋混凝土框架结构非线性分析纤维模型研究
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摘要
纤维模型使梁、柱单元非线性全过程分析能有更加精确和完整地把握,是目前结构非线性分析模型的研究热点。文中首先简单地介绍了纤维模型,然后详细叙述了目前提出的纤维模型的在各种结构分析问题中的应用以及模型本身的研究进展,最后对目前纤维模型存在的问题进行了探讨,提出了今后的研究方向。
The fiber model can be used to analyze nonlinear beam-column element more accurately and integrally,and it is a hot research field in nonlinear analysis of structures.In this paper,fiber model was simply introduced,new developments of the fiber model were reviewed in detail,and the problems in the fiber model were also discussed.The research fields in the future were prospected in the end.
The fiber model can be used to analyze nonlinear beam-column element more accurately and integrally,and it is a hot research field in nonlinear analysis of structures.In this paper,fiber model was simply introduced,new developments of the fiber model were reviewed in detail,and the problems in the fiber model were also discussed.The research fields in the future were prospected in the end.
引文
[1]陈滔,黄宗明.钢筋混凝土框架非弹性地震反应分析模型研究进展[J].世界地震工程,2002,18(1):91-97.
[2]Zeris C A,Mahin S A.Analysis of reinforced con-crete beam-columns under uniaxial excitation[J].Journal of Struct.Engrg,ASCE,1988,114(4):804-820.
[3]Zeris C A,Mahin S A.Behavior of reinforced con-crete structures subjected to biaxial excitation[J].Journal of Struct.Engrg,ASCE,1991,117(9):2657-2673.
[4]Taucer F F,Spacone E,Filippou F C.A FiberBeam-Column Element for Seismic Response Analysisof Reinforced Concrete Structures[R].Report No.UCB/EERC-91/17.University of California at Berke-ley,1991.
[5]Powell G H.DRAIN-2DX Version1.10:Element De-scription and UserGuide for Element Type01,Type02,Type04,Type06,Type09andType15[R].Structural EngineeringMechanics and Materials,Re-port No.UCB/SEMM-93/18.University of Californiaat Berkeley,1993
[6]Spacone E,Fillippou F C,Taucer F.Fiber Beam-Col-umn Model for Non-liner Analysis of R/C FramesⅠ.Formulation[R].International Journal of EarthquakeEngineering and Structural Dynamics,1996.
[7]Spacone E,Fillippou F C,Taucer F.Fiber Beam-Col-umn Model for Non-liner Analysis of R/C Frames:Ⅱ.Application[R].International Journal of Earth-quake Engineering and Structural Dynamics,1996.
[8]Spacone E,Ciampi V,Filippou F C.Mixed formula-tion of nonlinear beam finite element[J].Comput.Struct,1996,58(1):71-83.
[9]Michael H Scott,Gregory L Fenves.Plastic HingeIntegration Methods for Force-Based Beam-ColumnElements[J].Journal of Structural Engineering,132(2):244-252.
[10]Chiara Casarotti,Rui Pinho.Seismic response ofContinuous Span Bridges through Fiber-based FiniteElement Analysis[J].Earthquake Engineering andEngineering Vibration,2006,5(1):119-131.
[11]Ranzo G,Petrangeli M.A Fiber Finite Beam Elementwith SectionShear Modeling for Seismic Analysis ofR.C.Strucutures[J].Journal of Earthquake Engi-neering,1998,2(3):443-473.
[12]Petrangeli M,Pinto P E,Ciampi VFiber Element forCyclic Bendingand Shear of R.C.Structures:I:The-ory[J].Journal of EngineeringMechanics,1999,125(9):994-1001.
[13]Petrangeli M.Fiber Element for Cyclic Bending andShear of R.C.Structures:II:Verification[J].Jour-nal of Engineering Mechanics,1999,125(9):1002-1009.
[14]Angelo D’AMBRISI,FILIPPOU F.Modeling of Cy-clic Shear Behavior in RC Members[J].Journal ofStructural Engineering,1999,125(10):1143-1149.
[15]Marini,Alessandra,Spacone,et al.Analysis of Re-inforced Concrete Elements Including Shear Effects.ACI Structural Journal,2006,103(5):645-655.
[16]Michael HScott,Paolo Franchin,Gregory L Fenves,et al.Response Sensitivity for Nonlinear Beam-col-umn Elements[J].Journal of structural engineering,2004,130(9):1281-1288.
[17]Terje Haukaas,Armen Der Kiureghian,ParameterSensitivity and Importance Measures in Nonlinear Fi-nite Element Reliability Analysis[J].Journal of en-gineering mechanics,ASCE,2005,131(10):1013-1026.
[18]Ansgar Neuenhofer,Filip C.Filippou.Evaluation ofNonlinear Frame Finite-element Model[J].Journalof structural engineering,1997,123(7):958-966.
[19]J P Conte,M Barbato,E Spacone.Finite ElementResponse Sensitivity Analysis Using Force-basedModels[J].Int.J.Numer.Meth.Engng,2004,59:1781-1820.
[20]Barbato,M Zona,Alessandro,et al.Finite ElementResponse Sensitivity Analysis Using Three-fieldMixed Formulation:General Theory and Applicationto Frame Structures[J].International Journal for Nu-merical Methods in Engineering,2007,69(1):114-161.
[21]陈乾,吕志涛.钢筋混凝土框架的非线性全过程分析新法[J].东南大学学报,1992,22(5):66-74.
[22]薛伟辰,周氐,吕志涛.混凝土杆系结构滞回全过程分析[J].工程力学,1996,13(3):8-16.
[23]刘毅,魏巍,王志军,等.采用截面分层及弧长法的钢筋混凝土杆系结构非线性分析[J].重庆建筑大学学报,2000,22(增刊):152-157.
[24]颜全胜,王頠,邹巧鸿.钢管混凝土受压构件的弹塑性承载力分析[J].郑州大学学报(工学版),2003(2):29-32.
[25]颜全胜,王颜.钢管混凝土拱肋面内弹塑性承载力分析[J].昆明理工大学学报(理工版),2003(5):110-113.
[26]熊世树,周正华,王补林.铅芯橡胶隔震支座恢复力模型的分析方法[J].中科技大学学报(城市科学版),2003(2):28-31.
[27]陈滔,黄宗明.基于有限单元柔度法的钢筋混凝土空间框架非弹性地震反应分析[J].建筑结构学报,2004(2):79-84.
[28]张爱晖.渡槽结构在罕遇地震作用下的抗震性能分析[J].水利水电技术,2005(3):38-40.
[29]秦从律,张爱晖.消能支撑加固底部框架砌体房屋的弹塑性地震反应分析.建筑结构学报,2005(4):58-63.
[30]张素梅,刘界鹏,王玉银,等.双向压弯方钢管高强混凝土构件滞回性能试验与分析[J].建筑结构学报,2005(3):9-18.
[31]黄宗明,杨溥,任伟,等.大跨度预应力结构体系等代框架计算模型研究[J].重庆建筑大学学报,2005(4):41-46.
[32]杨溥,唐剑,陈名弟,等.钢筋混凝土异形柱在不同加载方向的受力性能分析[J].重庆大学学报(自然科学版),2005(8):117-121.
[33]朱杰江,吕西林.上海环球金融中心大厦弹塑性时程分析[J].自然灾害学报,2006(2):18-26.
[34]姬守中,江欢成.考虑轴向变形、双轴弯曲耦合效应的钢筋混凝土柱的弹塑性分析[J].地震工程与工程振动,2002(4):76-80.
[35]姬守中,江欢成,吕西林.双轴反复荷载作用下钢筋混凝土空间框架结构滞回全过程分析[J].力学季刊,2002(4):455-462.
[36]黄宗明,陈滔.基于有限单元柔度法和刚度法的非线性梁柱单元比较研究[J].工程力学,2003(5):24-31.
[37]陈滔,黄宗明.基于有限单元柔度法和刚度法的几何非线性空间梁柱单元比较研究[J].工程力学,2005(3):24-31.
[38]秦从律,张爱晖.基于截面纤维模型的弹塑性时程分析方法[J].浙江大学学报(工学版),2005(7):1003-1008.
[39]吕西林,卢文生.纤维墙元模型在剪力墙结构非线性分析中的应用[J].力学季刊,2005(1):72-80.
[40]伍永飞,周德源.纤维模型在平面框架非线性静力分析中的应用[J].东南大学学报(自然科学版),2005增刊Sup(I):129-132.
[41]伍永飞,周德源.钢筋混凝土框架结构非线性全过程分析的一种新方法[J].地震工程与工程振动,2006(4):42-46.
[42]赵军.求解结构负刚度问题的多维虚加弹簧法[J].河南大学学报,2006,36(3):113-117.
[43]吕西林,卢文生.纤维杆元模型在框架结构非线性分析中的应用[J].力学季刊,2006(1):14-22.
[2]Zeris C A,Mahin S A.Analysis of reinforced con-crete beam-columns under uniaxial excitation[J].Journal of Struct.Engrg,ASCE,1988,114(4):804-820.
[3]Zeris C A,Mahin S A.Behavior of reinforced con-crete structures subjected to biaxial excitation[J].Journal of Struct.Engrg,ASCE,1991,117(9):2657-2673.
[4]Taucer F F,Spacone E,Filippou F C.A FiberBeam-Column Element for Seismic Response Analysisof Reinforced Concrete Structures[R].Report No.UCB/EERC-91/17.University of California at Berke-ley,1991.
[5]Powell G H.DRAIN-2DX Version1.10:Element De-scription and UserGuide for Element Type01,Type02,Type04,Type06,Type09andType15[R].Structural EngineeringMechanics and Materials,Re-port No.UCB/SEMM-93/18.University of Californiaat Berkeley,1993
[6]Spacone E,Fillippou F C,Taucer F.Fiber Beam-Col-umn Model for Non-liner Analysis of R/C FramesⅠ.Formulation[R].International Journal of EarthquakeEngineering and Structural Dynamics,1996.
[7]Spacone E,Fillippou F C,Taucer F.Fiber Beam-Col-umn Model for Non-liner Analysis of R/C Frames:Ⅱ.Application[R].International Journal of Earth-quake Engineering and Structural Dynamics,1996.
[8]Spacone E,Ciampi V,Filippou F C.Mixed formula-tion of nonlinear beam finite element[J].Comput.Struct,1996,58(1):71-83.
[9]Michael H Scott,Gregory L Fenves.Plastic HingeIntegration Methods for Force-Based Beam-ColumnElements[J].Journal of Structural Engineering,132(2):244-252.
[10]Chiara Casarotti,Rui Pinho.Seismic response ofContinuous Span Bridges through Fiber-based FiniteElement Analysis[J].Earthquake Engineering andEngineering Vibration,2006,5(1):119-131.
[11]Ranzo G,Petrangeli M.A Fiber Finite Beam Elementwith SectionShear Modeling for Seismic Analysis ofR.C.Strucutures[J].Journal of Earthquake Engi-neering,1998,2(3):443-473.
[12]Petrangeli M,Pinto P E,Ciampi VFiber Element forCyclic Bendingand Shear of R.C.Structures:I:The-ory[J].Journal of EngineeringMechanics,1999,125(9):994-1001.
[13]Petrangeli M.Fiber Element for Cyclic Bending andShear of R.C.Structures:II:Verification[J].Jour-nal of Engineering Mechanics,1999,125(9):1002-1009.
[14]Angelo D’AMBRISI,FILIPPOU F.Modeling of Cy-clic Shear Behavior in RC Members[J].Journal ofStructural Engineering,1999,125(10):1143-1149.
[15]Marini,Alessandra,Spacone,et al.Analysis of Re-inforced Concrete Elements Including Shear Effects.ACI Structural Journal,2006,103(5):645-655.
[16]Michael HScott,Paolo Franchin,Gregory L Fenves,et al.Response Sensitivity for Nonlinear Beam-col-umn Elements[J].Journal of structural engineering,2004,130(9):1281-1288.
[17]Terje Haukaas,Armen Der Kiureghian,ParameterSensitivity and Importance Measures in Nonlinear Fi-nite Element Reliability Analysis[J].Journal of en-gineering mechanics,ASCE,2005,131(10):1013-1026.
[18]Ansgar Neuenhofer,Filip C.Filippou.Evaluation ofNonlinear Frame Finite-element Model[J].Journalof structural engineering,1997,123(7):958-966.
[19]J P Conte,M Barbato,E Spacone.Finite ElementResponse Sensitivity Analysis Using Force-basedModels[J].Int.J.Numer.Meth.Engng,2004,59:1781-1820.
[20]Barbato,M Zona,Alessandro,et al.Finite ElementResponse Sensitivity Analysis Using Three-fieldMixed Formulation:General Theory and Applicationto Frame Structures[J].International Journal for Nu-merical Methods in Engineering,2007,69(1):114-161.
[21]陈乾,吕志涛.钢筋混凝土框架的非线性全过程分析新法[J].东南大学学报,1992,22(5):66-74.
[22]薛伟辰,周氐,吕志涛.混凝土杆系结构滞回全过程分析[J].工程力学,1996,13(3):8-16.
[23]刘毅,魏巍,王志军,等.采用截面分层及弧长法的钢筋混凝土杆系结构非线性分析[J].重庆建筑大学学报,2000,22(增刊):152-157.
[24]颜全胜,王頠,邹巧鸿.钢管混凝土受压构件的弹塑性承载力分析[J].郑州大学学报(工学版),2003(2):29-32.
[25]颜全胜,王颜.钢管混凝土拱肋面内弹塑性承载力分析[J].昆明理工大学学报(理工版),2003(5):110-113.
[26]熊世树,周正华,王补林.铅芯橡胶隔震支座恢复力模型的分析方法[J].中科技大学学报(城市科学版),2003(2):28-31.
[27]陈滔,黄宗明.基于有限单元柔度法的钢筋混凝土空间框架非弹性地震反应分析[J].建筑结构学报,2004(2):79-84.
[28]张爱晖.渡槽结构在罕遇地震作用下的抗震性能分析[J].水利水电技术,2005(3):38-40.
[29]秦从律,张爱晖.消能支撑加固底部框架砌体房屋的弹塑性地震反应分析.建筑结构学报,2005(4):58-63.
[30]张素梅,刘界鹏,王玉银,等.双向压弯方钢管高强混凝土构件滞回性能试验与分析[J].建筑结构学报,2005(3):9-18.
[31]黄宗明,杨溥,任伟,等.大跨度预应力结构体系等代框架计算模型研究[J].重庆建筑大学学报,2005(4):41-46.
[32]杨溥,唐剑,陈名弟,等.钢筋混凝土异形柱在不同加载方向的受力性能分析[J].重庆大学学报(自然科学版),2005(8):117-121.
[33]朱杰江,吕西林.上海环球金融中心大厦弹塑性时程分析[J].自然灾害学报,2006(2):18-26.
[34]姬守中,江欢成.考虑轴向变形、双轴弯曲耦合效应的钢筋混凝土柱的弹塑性分析[J].地震工程与工程振动,2002(4):76-80.
[35]姬守中,江欢成,吕西林.双轴反复荷载作用下钢筋混凝土空间框架结构滞回全过程分析[J].力学季刊,2002(4):455-462.
[36]黄宗明,陈滔.基于有限单元柔度法和刚度法的非线性梁柱单元比较研究[J].工程力学,2003(5):24-31.
[37]陈滔,黄宗明.基于有限单元柔度法和刚度法的几何非线性空间梁柱单元比较研究[J].工程力学,2005(3):24-31.
[38]秦从律,张爱晖.基于截面纤维模型的弹塑性时程分析方法[J].浙江大学学报(工学版),2005(7):1003-1008.
[39]吕西林,卢文生.纤维墙元模型在剪力墙结构非线性分析中的应用[J].力学季刊,2005(1):72-80.
[40]伍永飞,周德源.纤维模型在平面框架非线性静力分析中的应用[J].东南大学学报(自然科学版),2005增刊Sup(I):129-132.
[41]伍永飞,周德源.钢筋混凝土框架结构非线性全过程分析的一种新方法[J].地震工程与工程振动,2006(4):42-46.
[42]赵军.求解结构负刚度问题的多维虚加弹簧法[J].河南大学学报,2006,36(3):113-117.
[43]吕西林,卢文生.纤维杆元模型在框架结构非线性分析中的应用[J].力学季刊,2006(1):14-22.
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